A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Modelling of Friction Piles in Consolidating Soils
This paper presents a quantitative analysis of the interaction between soil, structure and friction piles located in a consolidating clayey soil using the Finite Element Method (FEM). The consolidation process due to the weight of the structure and to a pumping-induced decrease in pore water pressure is simulated. The stresses developed within the soil and at the interface between pile and soil are evaluated. Progressive increase of soil strength due to consolidation is taken into account. The analysis performed provides a valuable insight into the complex interaction between soil, piles and structure and suggests some important new elements to be taken into account in the design of friction piles.
Modelling of Friction Piles in Consolidating Soils
This paper presents a quantitative analysis of the interaction between soil, structure and friction piles located in a consolidating clayey soil using the Finite Element Method (FEM). The consolidation process due to the weight of the structure and to a pumping-induced decrease in pore water pressure is simulated. The stresses developed within the soil and at the interface between pile and soil are evaluated. Progressive increase of soil strength due to consolidation is taken into account. The analysis performed provides a valuable insight into the complex interaction between soil, piles and structure and suggests some important new elements to be taken into account in the design of friction piles.
Modelling of Friction Piles in Consolidating Soils
Auvinet, Gabriel (author) / Rodríguez, Juan Félix (author)
International Deep Foundations Congress 2002 ; 2002 ; Orlando, Florida, United States
Deep Foundations 2002 ; 224-235
2002-02-01
Conference paper
Electronic Resource
English
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